Pipe Size Research Articles

Completion Design to Prevent the Production of Sand in a Well by Using Suitable Equipment

The aim of this paper is to propose a completion design to prevent the production of sand in a well named "X" (for confidential reasons) by using suitable equipment. To reach this goal, the equipment materials (metals and elastomers) must be selected. The downhole gravel pack equipment must be chosen, the well schematic drawn and the installation procedure written. The data used are the well-completion design. The well schematics are drawn by using Power Draw 2019. The results show that the recommended metallurgy is stainless steel with 13 chrome. For this case, the best equipment is the wire-wrapped screen with its slot size ranging from 0.008 to 0.012 inch, and the wash pipe size is 1.66 inch. The gravel pack packer, closing sleeve, gravel pack extension, flapper valve, safety shear joint, blank pipe, screen, snap latch and hydrogenated nitrile butadiene rubber material are selected to meet the scope of work. The total cost of the lower completion operation is 354,200$.

Improving incomplete mixing modeling for junctions of water distribution networks

Abstract Most of the existing water quality models for water distribution networks assume complete mixing at junctions. Albeit few models offer the possibility to consider incomplete mixing (IM) at junctions, most of them were developed under laboratory conditions and for equal pipe size junctions. In real-world distribution networks, however, cross junctions of 150 × 100 × 150 × 100 mm or 100 × 150 × 150 × 150 mm are common, yet no model has been developed for these configurations. This paper presents a new equation to compute concentrations in cross junction outlets while considering IM for six cross junction configurations, including unequal pipe sizes and 150 mm pipes. For each cross junction configuration, mixing was studied under 25 flow scenarios in the laboratory and 40 simulated flow scenarios using OpenFOAM software. Two new flow rate ratios were selected as independent variables to compute different outlet concentrations. For two specific cross junctions with equal pipe sizes, the root-mean-squared error between the observed and simulated concentrations of the newly developed model was 0.02, while it was 0.05 and 0.07, respectively, for the AZRED IM model and the Shao et al. IM model.

Magnetoelastic effect of kimberlite host rocks (Yakutsk diamondiferous province)

The purpose of the research is to conduct petro- and paleomagnetic studies of Early Paleozoic rocks of the carbonate basement of a number of diamond deposits in the Yakutsk diamondiferous province in order to study the changes in petrophysical parameter values in the dynamic influence zone of a kimberlite pipe. It is shown that the formation of kimberlite diatremes accompanied by pulsating explosions shifting upwards brings about thermoelastic stress fields in the kimberlite-bearing medium, which are characterized by epigenetic changes and associated petrophysical heterogeneities (petrophysical anomalies). Petromagnetic heterogeneities of burning and stress are, therefore, some of these petrophysical anomalies, within which kimberlite-bearing rocks have contrastingly changed their original magnetic characteristics under the action of thermodynamic processes. Primarily, petromagnetic anomalies are reflected in the changed nature of the anisotropy of magnetic susceptibility: from sedimentary to dyke geotype. In addition, petromagnetic anomalies of magnetic susceptibility can be accompanied by the formation of metachronous natural residual magnetization vectors in kimberlite host rocks. The dimensions of petromagnetic anomalies (petromagnetic heterogeneities) may significantly exceed the size of the kimberlite pipe itself, which facilitates identification and delineation of the most promising areas. Besides, the magnetoelastic effect can create zones close to the kimberlite bodies that are hardly permeable for relatively viscous, protocrystal-rich mafic magmas. This is the reason for their wedging out along petrophysical barriers that is presented by splitting into thin tongues, formation of trap-free windows and corridors, toroidal shafts with sharply increasing thickness in intrusions, etc. Having relatively elevated values of magnetic and density parameters, such forms of igneous formations will be reflected in the observed geophysical fields. Thus, it is reasonable to consider petromagnetic anomalies as an important petrophysical search criterion for the detection of bedrock kimberlite bodies.

Optimización de una bebida con exudado de cacao Theobroma cacao L. CCN51 y suero láctico usando superficie respuesta

The aim of this research was to characterize rheologically a drink formulated and elaborated with exudate of cocoa (Theobroma cacao L.) CCN51 and lactic serum. The formulation was optimized using the response surface methodology for the attributes color, smell, taste and acceptability; subsequently, a multiple surface analysis was performed to determine the global optimal parameters by means of the desirability function. The results ensure that the proportion exudate and lactic serum should be 40/60 with 10% sucrose. The rheology of the beverage shows that it is a non-Newtonian fluid of the pseudoplastic type. In general, temperature and storage time have a significant effect on the flow index and consistency index. The proximal and microbiological chemical tests meet the standards, and the drink is suitable for human consumption. The rheological results of drinks based on cocoa exudate and lactic whey can be used as a parameter for quality control and sizing of machines, equipment, pipes, connections, filters, drive pumps and research provide knowledge for the use of agro-industrial residue. and the dairy industry.

Determination of Pipe Diameter Using Optimization Method

During the design phase of engineering networks, a critical issue remains the selection of pipe diameters that minimize capital investments for transporting the heat carrier from the heat source to the consumers. Object of study: a pressurized pipeline of circular cross-section with a moving heat carrier. Subject of study: total monetary costs for transporting the heat carrier as a function of the chosen pipeline diameter. Objective of study: to determine the pipe diameter that achieves maximum cost savings for transporting the heat carrier under given design conditions. Research methods: theory of hydraulic calculation for circular cross-section pipelines and theory of heat transfer through a single-layer cylindrical wall under steady-state conditions. Research results: using an example from a centralized heating system pipeline section, it was established that for a mass flow rate of the heat carrier equal to 32.9 t/h, the optimal pipe size would be 76×3 mm (nominal diameter 70 mm). Under current tariffs for thermal energy (24.82 USD/Gcal) and electrical energy (6.65 USD/(MW⋅h)), the total monetary costs for transporting the heat carrier over a heating season would be 56.28 USD per 1 running meter of pipeline. In comparison, with a nominal diameter of 50 mm, the total costs amounted to 90.37 USD; with a diameter of 80 mm, the costs were 63.29 USD. The developed method for hydraulic design calculations is universal and can be applied in the design of engineering networks where the working medium is a moving heat carrier (steam or hot water).

PENGGUNAAN KONSEP AKRONIM DALAM MENINGKATKAN KEUPAYAAN PELAJAR MENGIRA SISTEM BEKALAN AIR SEJUK: SATU KAJIAN TINDAKAN

The Outcome Based Education (OBE) system is now widely practiced in higher education institutions. It is a method in which teaching is focused on what students can do after they are taught. This includes the delivery of the Plumbing Services course (DCB20053) at Politeknik Kuching Sarawak for the Diploma in Building Services Engineering (DPB) program which requires them to determine the size of pipes they will install on buildings in one of their syllabuses. Students found it difficult to remember the calculation steps and confused to use the calculation tables contained in the syllabus. The development of the acronym concept in the calculation of cold-water supply systems seeks to improve students ' memory and be able to apply the correct calculations and rules while doing so. This concept is designed to improve student achievement in continuous assessment, the final examination will be able to distinguish student achievement before and after the acronym application is done. The samples taken were students who were in semester 2, namely DPB2A class at Politeknik Kuching Sarawak. The study period carried out is throughout 2023 where we see student achievement in two study sessions, Session 1: 2022/2023 and Session 2: 2022/2023. The results of the study found that the increase in students in Test 1 evaluation of more than 50% was 12 people. While the average increase in scores for Test 1 has increased by 2.29. For Session 1: 2022/2023 the highest score obtained in Test 1 is 16/20 while for Session 2: 2022/2023 the highest score obtained is 20/20.

Design of Riser System Based on Target Oilfield and Platform

Abstract: Risers are an important component in the development of offshore oil and gas resources, but they are also one of the weakest components. Therefore, the safety of the design of deep-water riser systems plays a crucial role in the development of offshore oil and gas resources. This article focuses on the selection and initial design of riser systems based on the target oilfield and platform. Taking into account both the transportation capacity of oil and gas pipelines and the strength of casing, multiphase flow theory is used to calculate the pressure drop and transportation capacity of the riser. Based on this, the size of the oil pipe and casing is iteratively calculated. The riser design is based on the specifications and professional software Orcaflex, which is mainly used in the design process, is used for stress analysis of the riser, Taking into account the main scale of the FWPSO platform, reservoir and wellhead data, as well as the marine environment data where the riser is located, the selected oil and casing will be subjected to wall thickness design verification.

APPROACH TO THE SELECTION OF TYPES OF POLYMER-COMPOSITE PIPES FOR FIELD PIPELINES

The work is devoted to the use of polymer-composite pipes (PCP) in the field conditions of the oil and gas industry. Based on a review of existing types of non-metallic pipes of various designs used for the construction of field pipelines, a knowledge base of current technological solutions has been formed and their advantages and disadvantages have been identified. A catalog of technological solutions for field pipelines has been developed, which includes a description of the designs of PCP with their technical characteristics necessary for the design and operation of field pipelines. An applicability matrix has been developed that allows one to determine suitable types and designs of PCP according to technical principles for pipeline construction under certain conditions. The selection criteria are pipe sizes, operating parameters (pressure and temperature), service life, pumped media, purpose of the pipeline and resistance to aggressive media (CO2, H2S). If the PCP meets the specified conditions, this product is included in the matrix for further use in the construction and operation of the pipeline. However, in order to be able to equip fields with pipelines made of polymer-composite materials, it is necessary that solutions made from PCP are not only technically sound, but also economically justified in comparison with steel pipes. One of the main results of this study is the development of a feasibility study methodology (FS) of applicability, which allows us to determine the most effective option for the design and operation of pipelines made of PCP based on a comparison of economic indicators. The methodology was based on a comparison of the cost of steel and polymer-composite products, the cost of construction and installation work and the speed of their implementation, the cost of maintaining pipelines during operation, as well as the costs associated with pipe failures - to eliminate their consequences.
 As part of the study, the accident rate of steel and polymer-composite pipes was also analyzed and studied, on the basis of which a methodology for predicting accident rates for PCP was created.
 Finally, conclusions are made about the possibility of using the developed tools in the oil and gas industry.

Sealing performance and failure mechanism of rubber core for conical blowout preventer during the well shut-in process

Blowout preventer reliability is important for safe drilling operation. In order to study the sealing mechanism and failure mechanism of conical blowout preventer, a numerical model of conical blowout preventer was established based on the theory of large deformation of rubber, and the deformation law, stress distribution and sealing performance of rubber core in well shut-in operation were studied. The results show that there are stress concentrations in the contact area between the rubber core and the piston, the grooves in the middle of the adjacent support ribs, and the chamfered corner of the inner wall of the rubber core, the main form of failure at these locations is rubber cracking. Higher stress is present in the neck region of the upper plate and the back region of the lower plate of the support ribs. The inner wall surface of the rubber core gradually produces stripes of wrinkles, and the smaller the size of the sealed drill pipe, the more obvious the wrinkles are. When the drill pipe joint is sealed by the rubber core, there is a sealing buffer zone at the shoulder, and the contact pressure change abruptly. The lower portion of the rubber core’s inner wall serves as the primary sealing area. Increasing the piston displacement appropriately can enhance the sealing performance of the rubber core. The results can provide a theoretical basis for the optimization design of the conical blowout preventer.

Numerical simulation method and structural optimization for shearing capacity of ram blowout preventers

With the increasing demand for energy in the country, there has been a notable rise in the deployment of deep and ultra-deep wells. Consequently, drilling operations have become more complex, with greater intricacies in drilling techniques, challenging operating conditions, and varying geological factors. The size of the drill pipes has grown larger, and higher steel grades are being used, surpassing the design requirements of conventional ram blowout preventers. As a result, issues have arisen, including inadequate shear force of the ram blowout preventer to cut through the drill pipes and the potential for cut debris from the drill pipes to fall and damage the sealing elements, compromising the sealing integrity and posing a risk of blowouts.To address these issues encountered in the field, a shear analysis model for the ram blowout preventer was established based on the Johnson-Cook constitutive model and the Shear Damage fracture criterion. The reliability and accuracy of the simulation were validated through comparative experiments between simulation and laboratory trials. Furthermore, the structure of the ram blowout preventer was optimized to mitigate these challenges. Additionally, the response surface method was employed to optimize the parameters of the novel ram structure for the ram blowout preventer, followed by indoor experiments using the selected parameters. The experimental results demonstrated a significant improvement in both the shear performance and sealing capability of the novel ram blowout preventer compared to the conventional ram blowout preventer design. This advancement provides valuable insights and practical reference for on-site operations.

Study on physical explosion equivalent of large diameter and high pressure natural gas pipeline

High pressure natural gas pipelines are prone to material failure and explosion due to various reasons. Over the years, scholars have done in-depth research on the process of chemical explosion. In this paper, the energy components of high-pressure trunk natural gas pipeline under normal operation state were derived. Based on the assumption of adiabatic non isentropic, the pressure distribution in the pipeline within a period of time after the pipeline cracks was derived, and the energy released by the physical explosion of the pipeline was further derived. To verify the theoretical results, an original size pipe explosion experiment was organized, and the pressure distribution obtained from the experiment was found to be in good agreement with the theoretical calculation results. Through the crack propagation time and the duration of ground motion obtained from the experiment, the range of the duration of the pipeline burst crack impact was obtained, and the equivalent range of the pipeline explosion was further calculated. At the same time, through the regression analysis of ground motion, the equivalent of the pipe explosion in this experiment was about 177 kg TNT, which was consistent with the theoretical results. Further, the theoretical model and experimental results were verified by numerical simulation, and deeply studied the influence factors of buried depth on the explosion equivalent, as well as the relationship between the environment of the pipeline and the explosion damage mode and hazard range of the pipeline. The research results of this paper give the calculation method and magnitude range of physical explosion equivalent of high-pressure trunk natural gas pipeline. It provides a reference for the formulation of safety standards for high-pressure trunk natural gas pipelines and inert gas pressure vessels.

Effect of coolant boiling induced by accumulated debris on flow-regime characteristics of debris bed formation behavior for sodium-cooled fast reactor: Experimental and modeling study with gas injection

Understanding the Debris Bed Formation (DBF) behavior is important to the optimized integral evaluation for Core Disruptive Accident (CDA) of Sodium-cooled Fast Reactor (SFR). Aimed at clarifying the characteristics of flow regimes during DBF, extensive experimental works were carried out by releasing solid particles into a water pool. According to the preliminary studies using bottom heating and nitrogen gas injection, it was found that the effect of coolant boiling should be crucial to the flow-regime transition. However, the gas flow rate considered in these studies (0–50 L/min) was not adequate wide to cover the range of vapor flow rate from the possible drastic boiling in actual CDA of SFR. Therefore, in current study, to elucidate the influence of coolant boiling on DBF flow-regime characteristics more comprehensively and provide more extensive data for supporting the predictive model development, a greater number of experiments are conducted with a much-enlarged range of gas flow rates (up to 100 L/min) under varying parametric conditions (including particle size, particle type, water depth and release pipe diameter). Through analyzing the flow-regime transition, an extended functional form for the effect of coolant boiling is successfully proposed. By incorporating this form into our base model, the model predictability can be extended for the DBF at the conditions of coolant boiling induced by accumulated debris in accordance with the verification of the regime map. Present study is believed to be valuable for further developing and verifying the models and codes for SFR safety analysis in China.

Solar Energy for Water Optimization: Advancing Clean Water Distribution at Universitas Samudra

The use of solar energy has become increasingly popular in recent years due to sustainability and environmental benefits. Universitas Samudra is designing the centralization of water distribution using solar energy as an energy resource. By using solar energy, universities can reduce their carbon footprint and energy costs while improving access to clean water for students, staff, and the surrounding community. This paper explores the benefits, challenges, design, and optimization of solar energy in pure water distribution, focusing on the technical and optimization of implementing such systems. The optimization is based on the water demand analysis and water source regarding the rainwater harvesting, then distribution points, including time patterns, peak demands, and seasonal fluctuation. The analyzing variables include the flow and residual head at each point distribution, pressure drop, pipe sizing, storage tank sizing, and water supply capacity input to each storage tank. The data is also based on the university's master plan and blueprint for the next 30 years of Development. Furthermore, the data will be analyzed and calculated to obtain optimum distribution pump capacity and pump working hours. The system was Analysed and calculated using Epanet hydraulic modeling software. The calculations result are that the distribution pump capacity is 16 L/s, the head is 30 M, the works for five hours a day, the power is 4.7 kW, the total energy is around 23.5 kWh per day, and The solar panel is eight kWp

Mixing hydrogen into natural gas distribution pipeline system through Tee junctions

Hydrogen injection into natural gas distribution pipeline system through Tee junctions is numerically studied, by considering both ideal and Soave–Redlich–Kwong real gas models. The mixing homogeneity length is quantified for various side pipe sizes and perpendicular configurations for distribution-pressure and intermediate-pressure pipelines. The buoyant nature of hydrogen once blended into natural gas pipelines introduces a challenge as it tends to stratify and become trapped near the top wall.Accordingly, a greater side flow momentum leads to a shorter mixing homogeneity length. This reduces up to three to five times particularly when it penetrates deeply into the main flow without getting trapped from the beginning. Consequently, vertical bottom-side injection yields a mixing homogeneity length that is roughly four times shorter than horizontal and five times shorter than vertical top-side injection. Furthermore, employing a real gas model is critical once the pressure rises to intermediate pressures, resulting in a greater homogeneity length.

Supply-Driven Analysis for a Continuous Water Supply Network Based on a Pressure-Based Outflow at the House Outlets under Peak Withdrawal Scenarios

This research brings a new analysis method for a continuous water supply distribution network. The number of house service connections in different story buildings, rather than the nodal peak demand, shall be accounted for in the analysis. This work aims to consider the flow when pipes are opened in the house plumbing systems. The approach deviates from a traditional peak demand-based analysis of the water distribution network. The analysis gives the flow rate at each nodal point that could be observed in the different story buildings. The methodology is applied to a hypothetical network and shows how much flow and nodal pressure can occur when different percentages of consumers are in an active state. This study indicates that the peak demand-based sizing of the supply pipes could have a deficient capacity under real scenarios. The proposed analysis method will help to understand the actual behavior of the network.

Diseminasi teknologi alat tabur pupuk sederhana bagi petani di Kecamatan Buntu Batu Kabupaten Enrekang

Agricultural productivity cannot be separated from the use of technology by farmers. For example, in Enrekang Regency, there are still farmers who have not maximized the use of technology because it is considered expensive. Technology can be engineered but does not change the work function as an appropriate technology that is easy and cheap. For example, for corn farmers, fertilization is still traditional and takes up much time and energy, making farmers tired. Therefore dissemination was carried out to accelerate technology adoption, one tool that is easy to make using simple and inexpensive materials is a fertilizer sowing tool that is used to fertilize crops such as corn, chili, tomatoes, mustard greens, or cabbage for farmers in Buntu Batu District, Kabupaten Enrekang. Activities carried out by counseling and training methods as well as demonstrations of the use of tools. This fertilizer-sowing tool is made of several sizes of pipes that work on the same principle as a drill and the fertilizer that comes out can be adjusted to the needs of the plants. Participants appreciated the results of the socialization activities in the form of counseling and training on assembling fertilizer sowing tools from PVC pipes and demonstrations. The people in Pasui Village and Lunjen Village responded well to the socialization of the sow fertilizer tool because the technology offered was very much needed and helped farming communities who complained of back pain after every fertilization. Local farmers will then reproduce the existence of these tools after learning how to make them so that they can enjoy them directly.

MP-PIC study of particle flow characteristics of pneumatic conveying process in a vertical pipe

The transportation of granular materials is commonly achieved through pneumatic conveying. In this study, the multiphase particle-in-cell model was adopted to investigate the dense phase pneumatic conveying in a vertical pipe. The simulation results were consistent with experimental data, with an error of less than 4%. The study examined the effects of varying particle size distribution (PSD), pipe diameters, and superficial gas velocities on the flow field and particle characteristics in this process. The findings revealed that the largest dispersion coefficient of particles was along the conveying direction. PSD has slight effect on dispersion coefficients. However, when the superficial gas velocity is increased from 1 m/s to 2.5 m/s, particle dispersion coefficients increases by approximately 115.22%. Formation and evolution of the plug can be observed during the pneumatic conveying process. PSD has a limited influence on particle slip velocity, but affects the particle Reynolds number.

Numerical study of the flow and heat transfer characteristics of microencapsulated phase change slurry

ABSTRACT Microencapsulated phase change material (MPC) slurry is created by combining phase change material with a carrier fluid that has superior heat transfer properties compared to ordinary water. MPC slurry is conventionally investigated as heat storage and working fluid in a variety of applications to reduce power consumption. This study numerically investigates the impact of several critical parameters on the heat transfer coefficient (HTC) of MPC slurry in a circular pipe, using Eulerian–Eulerian model. The right triangle curve, one of equivalent specific heat model (ESHM), was applied to evaluate the influence of different critical variable values specified as T in = 305 K, q wall = −125~−200 kW/m2, α v = 0~15%, Re = 6290~13838, and D = 10~25 mm. The results show that increasing the velocity develops local HTC and reduce the rate of heat transformation. Phase change processing takes roughly twice as long at 1.1 m/s as at 0.5 m/s. Additionally, the results demonstrate that a high concentration of MPC slurry is advantageous for energy storage, as the temperature of MPC slurry is maintained over a considerable distance in cooling conditions. At a velocity of 0.8 m/s, the outlet bulk temperature of MPC slurry at various concentrations is 2–6 K higher than that of water. Furthermore, the evaluation reveals that the HTC was largely determined by pipe size, which was the primary factor. The findings of this study are useful for optimizing energy systems that require thermal energy management.

The structural design and simulation of the tubing handling manipulator

The size of the oil pipes in the factory is relatively large, making them inconvenient to handle. There are few existing oil pipe handling devices, and a 2P2R four degree of freedom manipulator device has been innovatively designed to complete the oil pipe handling work. First, the three-dimensional model of the manipulator was established using SolidWorks software, and then the improved D-H method was used to carry out the kinematics modeling of the manipulator system, and the forward and Inverse kinematics equations were derived. Then, the MATLAB software was used to carry out the kinematics analysis of the manipulator, and the manipulator workspace was calculated. The movement trajectory, as well as the displacement, speed, and acceleration curves under the trajectory were obtained using the fifth order Polynomial interpolation method, Finally, the 3D model was imported into Adams software, and an Adams virtual prototype was established for dynamic analysis. The force and torque curves of each joint were obtained, laying the foundation for further design and research in the future.

An analytical solution for landslide impact on buried continuous pipelines

Transverse permanent ground deformation (PGD) induced by landslide can exert excessive soil restraints on buried pipelines and threaten the pipeline safety. However, there is a lack of effective analysis model to assess the landslide-pipeline interaction. In this work, an analytical solution for calculating the responses of an existing continuous pipeline affected by landslide is presented, in which the pipeline and the subgrade are modelled as a Timoshenko beam and Winkler foundations, respectively. The proposed approach is evaluated by well-documented results of model testing on laterally loaded pipes and finite element analyses on landslide-pipeline interaction. Subsequently, safety assessments of pipelines are parametrically studied with respect to the dimension of transverse PGD, pipe size, and relative rigidity factor. It is found that the pipe deflection and strain depend greatly on the width of PGD zone. Pipeline could appear local buckling for all power parameter (N) values, and tensile rupture appears in the pipe when N ≥ 2.2. The unsafe condition of the pipeline occurs when the maximum PGD is δ ≥ 1.1 m. For the safety pipe design, the pipe diameter is a key factor rather than the pipe wall thickness, and the relative rigidity factor should be controlled at a lower value.